A fillet-welded joint of 6 mm size is shown in the figure. The welded surfaces meet at 60-90 degree and permissible stress in the fillet weld is 108 MPa. The safe load that can be transmitted by the joint is 100mm F 50mm F

A fillet-welded joint of 6 mm size is shown in the figure. The welded surfaces meet at 60-90 degree and permissible stress in the fillet weld is 108 MPa. The safe load that can be transmitted by the joint is 100mm F 50mm F

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.1P

See similar textbooks

Related questions

Q: Situation 6: The lap splice shown will develop a full strength as shown in the figure. Us The width…

A: Data Given:Width of plate = 150mmThickness of plate = 12mmFy = 345To find out the size of weld by…

Q: A composite beam made of steel and bronze has the cross section shown. The cross-sectional…

A: To find magnitude to bending moment

Q: An aluminum tube is fastened between a steel rod and a bronze rod as shown. Axial loads are applied…

A: Draw the free body diagram of the three tubes as below. Determine the load P from the overall…

Q: Two 12 mm thick grade 350W steel plates, depicted in the figure below, are to be welded together…

Q: Problem 2: A bronze bar is fastened between a steel bar and an aluminum bar as shown. Axial loads…

A: Est=200GPa Eal=70GPa Ebr=83GPa Overall deformation= 3mm

Q: A steel 4340, with tensile strength of 550 Mpa and Compressive -550 Mpa with length of 3.5 mm find…

A: Permissible maximum stress to a structural member is generally subjected, that is large enough to…

Q: A 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN…

A: Retaining walls are moderately robust walls used laterally to hold soil so as to be retained on both…

Q: Two plates are connected by fillet welds of size 10 mm and subjected to tension, as shown in the…

A: Given:Load carried by both the weldsLoad carried by each weld.Constant that depends upon the angle…

Q: An aluminium wire (E=10,600 ksi) having a diameter d%-1/8 inch. and length L=14 ft is subjected to a…

Q: A plate 5 cm wide and 1cm thick has a bolt hole of 1 cm at centre. It is subjected to tension load…

A: Given Data : Force (T)=1000 NDimension of plate:Width=5 cmThickness=1 cmHole dimension :Hole=1 cm

Q: A mild steel flat of width 120 mm and thickness 10 mm is bent into an arc of a circle of radius 10 m…

A: Width of mild steel flat b=120 mm,Thickness t=10 mm,Radius R=10 m,To Find-The value of the pure…

Q: Please solve the following problem is ksi

A: shear stress = 4F/pi(D)^2 F= 12 kipsD= 3/4 inches shear stress = 4(12kips)/ pi(0.75 in)^2shear…

Q: A fillet-welded Joint of 6mm size is shown in the figure. The welded surfaces meet at 60-90 degree…

A: Given- fillet weld joint size S=6 mm, permissible stress- p=108 MPa, It is needed to find the safe…

Q: . The hanger assembly shown supports a 4500-kg pipe. The working stresses for each of the hanger…

A: Stress : A force which eventually causes material deflections by slippage along a plane or planes…

Q: The assembly consists of two A992 steel bolts AB and EF and an 6061-T6 aluminum rod CD. When the…

A: T1 = 30oCT2 = 180oCT = 180 - 30 = 150oC0.1 mm gap between rod and member AE

Q: 2- The Tensile stress of AISI 1035 Cold-drawn steel is; (a) 550 MPa. (b) 500 MPa. (c) 450 MPa.

A: AISI stands for American Iron and Steel Institute - AISI 1035 is a water resistance carbon steel.…

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

A fillet-welded joint of 6 mm size is shown in
the figure. The welded surfaces meet at 60-90
degree and permissible stress in the fillet weld
is 108 MPa. The safe load that can be
transmitted by the joint is
100mm
F
50mm
F

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.
The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular cross section of 0.2011in.2 in area and a gage length (the length over which the elongation is measured) of 2.000 inches. The specimen was not loaded to failure. a. Generate a table of stress and strain values. b. Plot these values and draw a best-fit line to obtain a stress-strain curve. c. Determine the modulus of elasticity from the slope of the linear portion of the curve. d. Estimate the value of the proportional limit. e. Use the 0.2 offset method to determine the yield stress.
Compute the nominal shear strength of an M1211.8 of A572 Grade 65 steel.
A tensile test was performed on a metal specimen having a circular cross section with a diameter 0. 510 inch. For each increment of load applied, the strain was directly determined by means of a strain gage attached to the specimen. The results are, shown in Table: 1.5.1. a. Prepare a table of stress and strain. b. Plot these data to obtain a stress-strain curve. Do not connect the data points; draw a best-fit straight line through them. c. Determine the modulus of elasticity as the slope of the best-fit line.
A tensile test was performed on a metal specimen with a diameter of 1 2 inch and a gage length (the length over which the elongation is measured) of 4 inches. The dam were plotted on a load-displacement graph. P vs. L. A best-fit line was drawn through the points, and the slope of the straight-line portion was calculated to be P/L =1392 kips/in. What is the modulus of elasticity?
A tensile test was performed on a metal specimen having a circular cross section with a diameter of 1 2 inch. The gage length (the length over which the elongation is measured) is 2 inches. For a load 13.5 kips, the elongation was 4.6610 3 inches. If the load is assumed to be within the linear elastic rang: of the material, determine the modulus of elasticity.
The given beam is laterally supported at the ends and at the 1 3 points (points 1, 2, 3, and 4). The concentrated load is a service live load. Use Fy=50 ksi and select a W-shape. Do not check deflections. a. Use LRFD. b. Use ASD.
Use the composite beam tables and select a W-shape and stud anchors for the following conditions: Span length = 18 6 Beam spacing = 9 ft Total slab thickness = 51 2 in. (the slab and deck combination weighs 57 psf). Lightweight concrete with a unit weight of 115 pcf is used Construction load = 20 psf Partition load = 20 psf Live load = 225 psf Fy=50 ksi and fc=4 ksi A cross section of the formed steel deck is shown in Figure P9.8-9. The maximum live-load deflection cannot exceed L/360 (use a lower-bound moment of inertia). a. Use LRFD. b. User ASD.